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Pio Ranap Tua Naibaho
Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tama Jagakarsa.
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ANALISIS PERBANDINGAN DETAIL ENGINEERING DESIGN DENGAN REALISASI STUDI KASUS GEDUNG GREEN HOUSE DISPLAY BRIN CIBINONG BOGOR Naibaho, Pio Ranap Tua; Daryanto, Eka; Wujaya, Kinanti
Jurnal Insinyur Profesional Vol. 4 No. 1 (2024): Jurnal Insinyur Profesional
Publisher : Universitas Negeri Medan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24114/jip.v3i2.42545

Abstract

ABSTRAKGreen House Display yang berlokasi di Cibinong, Kabupaten Bogor, Jawa Barat merupakan sebuah bangunan rumah kaca (greenhouse) yang dibangun untuk mendukung pelestarian dan perbanyakan plasma nutfah tumbuhan potensial Indonesia. Greenhouse tersebut juga berperan dalam memperkenalkan keanekaragaman hayati Indonesia dan mempercepat penyebaran ilmu hayati strategis ke masyarakat. Bangunan tersebut memiliki design yang unik, berbentuk seperti bunga Rafflesia Arnoldi, dan memiliki dua kelopak atau dome. Material bangunan tersebut menggunakan beton dan baja yang di mana material baja digunakan untuk atap sedangkan material beton untuk komponen struktur lainnya seperti kolom, balok, dan pelat lantai. Seiring berjalannya proses pembangunan, terdapat beberapa perubahan design dari rencana awal Detail Engineering Design (DED), karena kebutuhan di lapangan dan faktor keamanan dari bangunan. Penelitian ini bertujuan untuk mengetahui perbandingan antara rencana design awal dan realisasi di lapangan, untuk keperluan analisis, peneliti menggunakan software Tekla Structural Designer. Dari hasil analisis menggunakan software Tekla Structural Designer, terdapat perbedaan dari realisasi di lapangan dengan Detail Engineering Design (DED).  Perubahan tersebut terdapat pada kolom K15 pada area tengah dome utama dan penambahan balok pada bagian Ramp dome utama. Pada rencana awal (DED) kolom K15 yang merupakan kolom freestanding, terdapat perubahan design yang terealisasi di lapangan, kolom tersebut dihubungkan oleh balok dan pelat lantai guna untuk menambah kekuatan struktur. Perubahan selanjutnya terjadi pada Ramp dome utama yang ditambahkan balok pada kedua sisi pelat lantai Ramp yang berfungsi untuk meredam getaran. Kata kunci: Green House Display, Analisis perbandingan, Tekla Structural DesignerABSTRACTThe Green House Display, located in Cibinong, Bogor Regency, West Java, is a greenhouse building built to support the preservation and propagation of Indonesia's potential plant germplasm. The greenhouse also plays a role in introducing Indonesia's rich culture and accelerating the dissemination of life science strategies to the public. The building has a unique design, shaped like a Rafflesia Arnoldi flower, and has two petals or a dome. The building materials use concrete and steel where steel material is used for roofs while concrete material is used for other structural components such as columns, beams, and floor plates. As the development process progresses, there are several design changes from the initial Detail Engineering Design (DED) plan, due to field requirements and the safety factor of the building. This study aims to determine the comparison between the initial design plan and the realization in the field. For analysis purposes, researchers use the Tekla Structural Designer software. From the results of the analysis using the Tekla Structural Designer software, there are differences from the realization in the field of Detail Engineering Design (DED). These changes are found in the K15 column in the center area of the main dome and the addition of beams in the main Ramp dome. In the initial plan (DED) of the K15 column which was a freestanding column, there was a design change that was realized in the field, the column is connected by beams and floor slabs to increase the strength of the structure. Subsequent changes occurred in the main Ramp dome which added beams on both sides of the Ramp floor plate which functioned to dampen vibrations.Keywords: Green House Display, Comparative analysis, Tekla Structural Designer
THE ASSISTENCE AND PERFORMANCE EVALUATION OF THE WORKFORCE FACILITATOR PROGRAM OF INHABITABLE HOUSING IN TANGERANG DISTRICT Puro, Sarjono; Maria, Kiki; Manurung, Edison H.; Naibaho, Pio Ranap Tua; Imanto, Yuwono
International Journal of Engagement and Empowerment (IJE2) Vol. 5 No. 1 (2025): International Journal of Engagement and Empowerment
Publisher : Yayasan Education and Social Center

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53067/ije2.v5i1.199

Abstract

The Tangerang Regency Housing, Settlement and Cemetery Service (DPPP) supports regional performance achievements in improving environmental management for sustainable development, especially in the residential infrastructure sector. The 2024 RTLH Program, still the Tangerang Regency's Leading Program in the Sub-districts, aims to help people living in houses whose conditions do not meet health and safety standards. The impact of RLTH on residents/recipients of assistance includes social and economic effects. The role of all parties is vital, and the community's increased participation in the successful development that has been implemented can be felt by the community in developing Tangerang Regency. One of the roles in the success of the RTLH program in Tangerang Regency is the Field Facilitator (TFL), who collaborates with experts, both technical and empowerment, and the RTLH Community Forum (Formas) to improve RTLH development. TFL assistance and evaluation are for DPPP recommendations on TFL performance. The method of implementing evaluation activities uses several techniques, namely observation, interviews, discussions, written tests and documentation. From the evaluation results carried out by experts and representatives of the Tangerang Regency DPPP, it was found that 4 (four) TFL workers out of 23 TFLs were absent and received the lowest score. TFLs who are absent are deemed not to have committed to carrying out the duties and responsibilities that have been determined and agreed upon.
ANALISIS PERHITUNGAN STRUKTUR BUNKER AKSELERATOR ELEKTRON ENERGI TINGGI MENGGUNAKAN ETABS Hutagalung, Jethro Lukito; Naibaho, Pio Ranap Tua; Sembiring, Kristina
Journal of Sustainable Civil Engineering (JOSCE) Vol. 6 No. 02 (2024): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v6i02.3611

Abstract

Badan Riset dan Inovasi Nasional (BRIN) sedang mengembangkan Gedung Akselerator Elektron Energi Tinggi (AEET) di Lebak Bulus, Jakarta Selatan, sebagai bagian dari upaya untuk mendukung penelitian dan inovasi ilmiah di Indonesia. Salah satu komponen utama dalam proyek ini adalah pembangunan Bunker yang dirancang untuk memiliki ketahanan tinggi terhadap radiasi dan gempa bumi, dengan mempertimbangkan wilayah Indonesia yang rawan gempa. Desain Bunker ini memperhitungkan percepatan gempa dasar (Peak Ground Acceleration atau PGA) sebesar 0,3g sesuai dengan kondisi geologis setempat. Penelitian ini bertujuan untuk menganalisis dan menghitung ulang struktur kolom dan pelat bunker AEET sesuai dengan Standar Nasional Indonesia (SNI). Metode penelitian yang digunakan meliputi studi literatur untuk memahami teori dan standar yang relevan, pengolahan data lapangan, pemodelan struktur menggunakan software ETABS, analisis gaya dalam, serta perhitungan manual menggunakan Excel untuk memverifikasi hasil pemodelan. Hasil penelitian menunjukkan bahwa struktur kolom dan pelat bunker AEET mampu menahan beban aksial, geser, dan momen yang terjadi selama operasional, serta memenuhi seluruh persyaratan keamanan dan ketahanan gempa sesuai standar SNI. Desain ulang yang dilakukan meningkatkan keamanan struktur dan memastikan operasional yang aman dan efisien dalam jangka panjang. Penelitian ini juga merekomendasikan penggunaan material modern dan penerapan sistem pemantauan struktural secara real-time untuk memastikan keberlanjutan dan keselamatan fasilitas ini di masa depan. Penelitian ini memberikan kontribusi penting dalam pengembangan infrastruktur penelitian di Indonesia, memastikan bahwa fasilitas AEET tidak hanya berteknologi canggih, tetapi juga aman dan tangguh dalam menghadapi kondisi geologi yang menantang.
REINFORCED CONCRETE BEAM AND COLUMN PROGRAMMING BASED ON SNI:2847-2019 ON SMARTPHONE USING TEXAS INSTRUMENTS Bagio, Toni Hartono; Baggio, Eugene Yudhistira; Mudjanarko, Sri Wiwoho; Naibaho, Pio Ranap Tua
ASTONJADRO Vol. 10 No. 2 (2021): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v10i2.5101

Abstract

The development of technology in the last few years can not be denied that it has developed very rapidly. In building construction, reinforced concrete beam and columns calculations also utilizing that technology development. Input data used to calculate reinforcement of beam and column are material property, section property and internal forces. Calculation of reinforcement beam using quadratic equation method and reinforcement column using Newton-Raphson method and divided-by-two method.Calculation results are flexural reinforcement As (longitudinal compression area) and As' (longitudinal tension area), shear reinforcement Av (transversal area) and S (distance of  Av), torsional reinforcement Avt (transversal area due to torsional and/or shear), S (distance of Avt), Along (longitudinal area due to torsional buckling), column circular reinforcement Atot (total of longitudinal area), column rectangular two faces reinforcement Atot (total of longitudinal area), column rectangular four faces reinforcement Atot (total of longitudinal area), column biaxial reinforcement Atot (total of longitudinal area).   The program determines As, As' and Atotal, the code is written using the Texas Instruments programming language, so that it can be applied to smartphones. Smartphone and manual calculation, for all cases not more than 5%, the calculation using Texas Instrument is accurate.
Review of Clean Water Supply System Development's Feasibility in Indonesia's Samosir Regency Sitohang, Oloan; Munthe, Kornel; Manurung, Edison Hatoguan; Naibaho, Pio Ranap Tua; Wardiningsih, Sitti
INERSIA lnformasi dan Ekspose Hasil Riset Teknik Sipil dan Arsitektur Vol. 19 No. 1 (2023): May
Publisher : Universitas Negeri Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21831/inersia.v19i1.54197

Abstract

Around 15,352 families (42.66 percent) in Samosir Regency still have access to clean water, which is still a rather low percentage compared to the remaining 20,638 families (57.34 percent) who do not. The local government is concerned with this situation in order to create the BUMD PDAM Samosir Regency. This research was done to see if it would be possible to start a local water firm in Samosir Regency. In order to determine whether there is a potential water source that is adequate, sustainable, and manageable economically and profitably in the context of public services, as well as whether the establishment of PDAM Samosir Regency is worth reviewing, interviews and questionnaires were distributed to the community, SPAM owners, and State Civil Servants. In addition to socioeconomic factors, there are financial factors, market factors, legal factors, managerial factors, organizational factors, and technical factors. Legal, social and economic, technical, and notably from economic considerations with IRR = 72.32> I = 12 percent / year, PP = 3.34, and BCR = 6.27, BUMD PDAM Samosir Regency is viable to be founded
Penerapan Sistem Satu Arah (SSA) pada Ruas Jalan Raya Serpong - Muncul Kota Tangerang Selatan dengan Program Vissim Diartama, Luh Gede Melyarista; Naibaho, Pio Ranap Tua
Jurnal Talenta Sipil Vol 8, No 2 (2025): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i2.989

Abstract

South Tangerang City is a rapidly growing city, resulting in an increase in traffic volume that is out of proportion to road capacity. This situation causes congestion on the Serpong-Muncul Highway, especially during rush hour. This stretch of road is lined with schools and serves as a vital access point from Bogor City to South Tangerang. Therefore, traffic engineering is needed to determine traffic performance before and after the implementation of the one-way system, and to determine its effectiveness. Analysis is carried out by calculating based on the Indonesian Road Safety Guidelines (PKJI 2023) on conditions before (divided into 2 segments) and after the implementation of the One-Way System and by using the Vissim program. Based on the results of traffic performance analysis on conditions before the implementation of the One-Way System on segment 1 (2/2 TT) the degree of saturation was 0.88 so the LOS was E. The results of the analysis for segment 2 (4/2 TT) the degree of saturation was 0.80 so the LOS was D. While after the implementation of the One-Way System the degree of saturation was 0.72 so the LOS was C. And the results of the analysis with the vissim program showed a decrease in front of Junior High Scool 8, the original LOS was B to A. While in front of Senior High School 2 the original LOS was C to A. Due to the decrease in service levels, the implementation of the One-Way System is effective in reducing congestion and improving performance on the Serpong – Muncul Highway in South Tangerang City.
Analisis Penerapan Lining Precast Terhadap Biaya, Mutu dan Waktu Pelaksanaan Pekerjaan Konstruksi Jaringan Irigasi Cisawarna Wibawa Mukti, Aditya; LM Arasy Sipala; Fadillah Taufik; Sopar Butarbutar; Manlian R. A. Simanjuntak; Pio Ranap Tua Naibaho
Jurnal Teknik Sipil Vol. 10 No. 2 (2025): Vol. 10 No. 2 (2025): De'Teksi : Jurnal Teknik Sipil
Publisher : Universitas Bojonegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56071/deteksi.v10i2.1362

Abstract

Manajemen Kualitas Proyek merupakan tanggung jawab Pejabat Pembuat Komitmen dalam pengendalian kontrak konstruksi, sebagaimana diatur dalam Peraturan Menteri PUPR Nomor 10 Tahun 2021 tentang Sistem Manajemen Keselamatan Konstruksi (SMKK). Penerapan SMKK mencakup Rencana Mutu Pekerjaan Konstruksi (RMPK) dan Rencana Keselamatan Konstruksi (RKK) untuk memastikan kualitas proyek. Sejalan dengan Instruksi Presiden Nomor 2 Tahun 2025 tentang percepatan pembangunan jaringan irigasi guna mendukung swasembada pangan, peningkatan jaringan irigasi menjadi strategi penting dalam meningkatkan produktivitas pertanian dan ketahanan pangan nasional. Untuk mencapai kualitas konstruksi yang baik, diperlukan penerapan Manajemen Kualitas Proyek yang efektif, salah satunya melalui penggunaan metode Lining Precast. Proyek Peningkatan Jaringan Irigasi Cisawarna, yang didanai melalui Dana Alokasi Khusus Kementerian PUPR Tahun Anggaran 2024, menggunakan metode Lining Cast in Situ. Proyek ini memberikan peluang untuk membandingkan metode Lining Precast dan Lining Cast in Situ dengan fokus pada tiga indikator utama: biaya konstruksi, mutu pelaksanaan, dan waktu pelaksanaan pekerjaan. Metode penulisan ini menggunakan pendekatan deskriptif-kuantitatif dengan studi kasus pada proyek Peningkatan Jaringan irigasi Cisawarna. Data yang digunakan terdiri dari informasi mengenai pelaksanaan proyek yang telah berkontrak pada Bidang Sumber Daya Air, meliputi dokumen kontrak, laporan pelaksanaan proyek, Rencana Anggaran Biaya (RAB), spesifikasi teknis, Rencana Mutu Pekerjaan Konstruksi (RMPK) dan kebijakan pemerintah terkait serta di analisa menggunakan Ms. Excel dan Ms. Project. Penelitian ini membandingkan metode Lining Cast in Situ dan Lining Precast pada Peningkatan Jaringan Irigasi Cisawarna. Dari segi biaya, metode Lining Cast in Situ lebih murah dengan total Rp1.181.848.000,00, sedangkan Lining Precast mencapai Rp1.586.024.000,00. Namun, dalam hal mutu, Lining Precast unggul karena menggunakan beton berkualitas lebih tinggi (K-350) setara dengan 29,05 MPa dibandingkan Lining Cast in Situ yang hanya menghasilkan mutu beton 15 MPa. Untuk waktu pelaksanaan, Lining Precast juga lebih cepat, hanya memerlukan 120 (serratus dua puluh) hari kalender, sedangkan Lining Cast in Situ memiliki masa pelaksanaan hingga 180 (serratus delapan puluh) hari kalender. Artinya, metode Lining Precast lebih baik dari sisi mutu dan waktu, meskipun biayanya lebih besar
Rekomendasi Hasil Analisis Pengendalian Biaya Perbaikan Dermaga Apung di Pelabuhan Talang Duku, Jambi Triyanto, Triyanto; Simanjuntak, Manlian Ronald A; Naibaho, Pio Ranap Tua
Jurnal Talenta Sipil Vol 8, No 2 (2025): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i2.971

Abstract

Indonesia's high logistics costs, reaching 23% of its GDP, highlight the urgent need for port efficiency as a key solution. This study aims to analyze the factors contributing to cost overruns in the floating pier repair project at Talang Duku Port, Jambi, and to formulate effective cost control recommendations. The research employed cost control breakdown structure analysis, multiple linear regression using the Least Squares method via EViews 10, and Interpretative Structural Modeling (ISM) to determine improvement priorities. The findings reveal 21 variables affecting cost overruns, with five dominant factors: design errors, financial difficulties, inflation, poor management and supervision, and ineffective communication. Among these, design errors had the most significant impact, with the highest coefficient (0.064471). Based on ISM analysis, the top priority corrective actions include anticipating sudden design changes, financial difficulties, and inflation, followed by improving project management and communication systems. The study concludes that proper design planning and strong coordination among stakeholders are crucial to minimizing cost overruns and enhancing overall port efficiency.
STRUCTURAL ANALYSIS OF LINAC AND BRACHYTHERAPY BUNKER DESIGN (CASE STUDY: RADEN MATTAHER REGIONAL GENERAL HOSPITAL, JAMBI) Syahroni, Alif Ihsan; Naibaho, Pio Ranap Tua; Sembiring, Kristina
International Journal of Civil Engineering and Infrastructure Vol. 5 No. 1 (2025): IJCEI Volume 5 No. 1
Publisher : University Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The LINAC and Brachytherapy bunkers constructed at RSUD Raden Mattaher Jambi are part of a strategic healthcare development initiative by the Jambi Provincial Government. These bunkerstructures possess specialized characteristics to ensure maximum protection against radiationexposure, utilizing thick reinforced concrete and, in some areas, lead-lined layers. RadiationShielding Concrete (RSC), also known as heavyweight concrete, is used for this purpose, typicallyhaving a density greater than 2600 kg/m³. Designed to attenuate gamma rays, X-rays, andneutrons, the effectiveness of RSC depends significantly on its density. Studies indicate thatconcrete with densities between 3012–3820 kg/m³ achieves linear attenuation coefficients (μ)ranging from 0.224 to 0.265 cm⁻¹, demonstrating high shielding capability. During construction,deviations occurred between the Detail Engineering Design (DED) and the actual fieldimplementation (As-Built Drawing or ABD) due to site conditions and safety considerations. Thisstudy aims to analyze the structural differences between DED and ABD. Structural analysis wasconducted using ETABS software to obtain internal forces in the structural elements, followed bymanual verification. Results show that the columns are capable of resisting axial loads andmoments, with reinforcement ratios within the required 1%–6% of gross concrete area (Ag).Variations in internal forces were identified between DED and ABD. In the floor slab analysis, theDED design failed to meet flexural strength requirements (Mu > ϕMn), while the ABD designachieved sufficient nominal capacity (Mu < ϕMn), enhancing the structure’s performance underservice loads. Keywords: Bunker, Structural Analysis, LINAC, Brachytherapy, Radiation Shielding Concrete
DOMESTIC WASTEWATER PLANNING STRATEGY WITH THE COMMUNAL SEPTIC TANK METHOD (TANJUNG PRIOK, NORTH JAKARTA) Romy Setiawan, Irvan; Sembiring, Kristiana; Bangun, Sempurna; Naibaho, Pio Ranap Tua
International Journal of Civil Engineering and Infrastructure Vol. 5 No. 1 (2025): IJCEI Volume 5 No. 1
Publisher : University Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

A Communal Septic Tank is a domestic waste treatment system commonly used in densely populated areas, both in urban and rural areas. This system functions to process waste from households and commercial buildings to make it safer for the environment and human health. This research was conducted in the densely populated Sunter Agung settlement, Tanjung Priok, North Jakarta, with an area of 4.62 km², as a trial of domestic waste treatment to reduce environmental pollution and its impact on health. The process begins with community outreach, area observation, and preparation of technical documents such as working drawings and Budget Plans (RAB). Planning follows the provisions of SNI 2398:2022. The results of the data study showed that there were 85 families and 413 people. So that the need for a septic tank with a volume size of 16,000 liters / 16 cubic meters with a total of 7 tank units, each tank is equipped with 8 water absorption fields. The total budget that will be needed is IDR 991,000,000. The community will be given training in using the tank. The benefits of using communal septic tanks include improving groundwater quality, soil fertility, and preventing diseases, such as stunting. Keywords: Communal septic tanks, Domestic waste treatment, Environmental sanitation, Densely populated settlements.
Co-Authors A Riduan Umar A.R Indra Tjahjani Abda Abda Abdul Hari Nugroho Aditya, Zori Afiatur Rizki Ramadhan Al Hasyir, Muhammad Humaam Aprilian Ismana Arif, Muhammad Andi Awal Surono Azhar, Moh. Baggio, Eugene Yudhistira Bagio, Toni Hartono Bambang Budiono Bambang Priyambodo Bambang Priyambodo, Bambang Bangun, Sempurna Brillianto, Ananta Giga Budiarto, Rika Budiono, Bambang Deprizon Syamsunur Dewita, Hikma Diartama, Luh Gede Melyarista Draga Hasan saputra Saputra Eka Daryanto, Eka Fadhila Muhammad Libasut Taqwa Fadillah Taufik Fahmi, Khosa Maulana Fahmy Hermawan Febriyanto, Andreas Fikri, Irwan Ginting, Liberty Herinius Girsang, Pije Saputra Hartono, Arief Budi Heris Cahya Kusuma Hutagalung, Jethro Lukito Ida Ayu Putu Sri Widnyani Imanto, Yuwono Ivindra Pane Khairu Imanda Pratama Kiki Maria Kornel Munthe Kristina Sembiring Kusuma, Heris Cahya Laia, Insyaf Maret Laksono, Arvidya Esta LM Arasy Sipala Manlian R. A. Simanjuntak Manlian Ronald A. Manurung, Edison H. Manurung, Edison Hatoguan Mawardi Amin Moh Azhar Muhammad Andi Arif Muhammad Farid Renandes Muhammad Firdaus Nelson Edison Siregar Ni Luh Ayu Suryaningsih Nosi, Leonardus Nurhayati, Yayah Pane, Ivindra Permana, Oki Pujianto, Cahyo R. A Simanjuntak, Manlian Raden Herry Shufi Ramadhani, Fajar Ikhsan Ramdhani, Ferri Riadi, Joan Romy Setiawan, Irvan S, Daniel Salim, Mohd Razman Sampurna Bangun Sarjono Puro Sembiring, Kristiana Sembiring, Kristina Sempurna Bangun Sempurna Bangun Siahaan, Herianto Sianturi, Gestan Sihotang, Parlindungan Silaen, Joshua Riski Simanjuntak, Manlian R. A. Sitepu, Barnet Sitohang, Oloan Sitti Wardiningsih Situmorang, Henry Maurice Soenarto, Bambang Sopar Butarbutar Sri Wiwoho Mudjanarko, Sri Wiwoho Styaji, Hary Subkhan Subkhan Sugeng Riyadi Sunadi, Fajar Sidiq Surbakti, Simon Surono, Awal Syahairony, M. Syahroni, Alif Ihsan Tjahjani, AR Indra Tuheteru, Kadir Wibawa Mukti, Aditya widyantoro, satrio William, Martin Richardo Wujaya, Kinanti Wyldan, Akhmad Adam Xena S P, Canda Yudi Firmansyah Yulianto Bastian Zai Yulianto Yulianto